Vertical transportation supporting frame for reinforcement cage module

Abstract

The invention discloses a reinforcement cage module vertical transportation bearing frame which comprises a connecting load-bearing system, two bearing platforms and a personnel operation platform, the bottom of the connecting load-bearing system is used for being erected above a transport vehicle, and the left side and the right side of the connecting load-bearing system are each symmetrically connected with one bearing platform. The horizontal height of the bottoms of the bearing platforms is lower than that of the bottom of the connecting bearing system, the upper ends of the bottoms of the bearing platforms are used for vertically bearing reinforcement cage modules, and the tops of the two bearing platforms are each provided with a personnel operation platform in the direction away from each other. The bottom of the connection bearing system can be erected and placed above a transport vehicle, assembly connection with the transport vehicle is completed, the bearing platforms on the two sides can vertically load a plurality of reinforcement cage modules, the stability of the structure can be guaranteed, and the personnel operation platform installed on the tops of the bearing platforms can provide operation space for operators.

Description

Technical Field

[0001] This invention relates to the field of steel cage module transportation technology, specifically to a vertical transportation support frame for steel cage modules. Background Technology

[0002] During the construction of nuclear power plants, the amount of steel reinforcement work in the nuclear island plant is large, the construction period is long, and the binding process is greatly affected by the factors of the preceding procedures. Currently, in various nuclear power projects under construction, the steel reinforcement of the walls of the nuclear island plant adopts the construction process of first prefabricating steel cage modules, and then transporting and hoisting them into place.

[0003] Due to limited space at the nuclear island construction site, the prefabrication of the wall reinforcement cage modules is mostly done off-site. However, during the transportation phase of the reinforcement cage modules, if conventional horizontal transportation is used, the reinforcement cage modules need to undergo two flipping processes, which undoubtedly increases the risk of deformation and cannot guarantee the subsequent construction quality.

[0004] Therefore, there is an urgent need for a vertical transport support frame for steel cage modules to solve the problem of deformation risk during horizontal transport of steel cage modules. Summary of the Invention

[0005] To address the shortcomings of existing technologies, this invention provides a vertical transport support frame for steel cage modules, thereby solving the problem of deformation risk associated with horizontal transport of steel cage modules.

[0006] To achieve the above objectives, the present invention adopts the following technical solution: A vertical transport support frame for steel cage modules includes a connecting load-bearing system, two support platforms, and a personnel operating platform. The bottom of the connecting load-bearing system is used to be erected above a transport vehicle. A support platform is symmetrically connected to each of the left and right sides of the connecting load-bearing system. The horizontal height of the bottom of the support platform is lower than the horizontal height of the bottom of the connecting load-bearing system. The upper part of the bottom of the support platform is used to vertically support the steel cage module. A personnel operating platform is installed on the top of the two support platforms in a direction that is far away from each other.

[0007] To optimize the above technical solution, the specific measures also include: Furthermore, the connecting load-bearing system includes four connecting beams, two beam connectors, several transverse connecting beams and beam connectors. The several transverse connecting beams are arranged parallel to each other in the front-to-back direction and are connected to each other in pairs by a beam connector to form the bottom of the connecting load-bearing system. The four connecting beams are arranged in pairs, and the two connecting beams in each pair are arranged parallel vertically and connected by a vertical beam connector to form an "I" shape. The two "I" shapes are connected to the front and rear ends of the several transverse connecting beams by the connecting beams below. The left and right ends of the connecting beams of the two "I" shapes are used to connect the two support platforms on the left and right sides, respectively.

[0008] Furthermore, the left and right sides of the crossbeam connector are respectively connected to the connecting crossbeam located below by a crossbeam connecting diagonal rod.

[0009] Furthermore, the left and right ends of the connecting beam are respectively connected to connecting beam end caps, which are used to connect the two supporting platforms on the left and right sides.

[0010] Furthermore, at least two of the transverse connecting beams that are symmetrical about left and right are each provided with at least two lifting lugs at their upper ends.

[0011] Furthermore, the supporting platform includes a supporting base frame, a capping horizontal bar, two limiting short columns, several limiting uprights, and several limiting horizontal bars. The supporting base frame has a vertical limiting short column at each of its front and rear ends on the side closest to the connecting load-bearing system. The limiting short column is used to connect to the lower end of the connecting crossbeam located on the same side and below. Several limiting uprights are spaced apart on the side of the supporting base frame away from the connecting load-bearing system. Several limiting horizontal bars are connected to the various limiting uprights, and the tops of the various limiting uprights are connected to the capping horizontal bar. The limiting uprights located on the front and rearmost sides are used to connect to the ends of the connecting crossbeam. The supporting base frame is used for vertically loading the reinforcing cage module.

[0012] Furthermore, the supporting bottom frame includes a bottom frame middle beam, two bottom frame side beams, two bottom frame side connecting beams, several bottom frame connecting beams, and several limiting short column fixing plates. The two bottom frame side beams and the two bottom frame side connecting beams form a rectangular frame structure. The bottom frame middle beam, which is arranged in the left and right direction, is connected in the rectangular frame structure. Several bottom frame connecting beams are connected between the bottom frame middle beam and the two bottom frame side beams located on the front and rear sides. Several limiting short column fixing plates are vertically spaced at the upper end of the bottom frame side connecting beam near the side of the load-bearing system. The limiting short column fixing plates are used to connect to the lower end of the transverse connecting beam located on the outermost side.

[0013] Furthermore, a supporting bottom frame sealing plate is installed on the supporting bottom frame.

[0014] Furthermore, the personnel operation platform includes a straight ladder, a ladder fixing steel plate, a triangular load-bearing platform, and a horizontal guardrail. The triangular load-bearing platform is installed on the capping horizontal bar, and the upper end of the triangular load-bearing platform is provided with a horizontal guardrail. The straight ladder is vertically connected to the capping horizontal bar and a limiting column through the ladder fixing steel plate.

[0015] Furthermore, the triangular load-bearing platform includes several frame beams, several guardrail posts, several diagonal braces, and walkway panels. The frame beams form a grid-like rectangular frame structure. The side of the rectangular frame structure closest to the load-bearing system is connected to the top horizontal bar, and the side furthest from the load-bearing system is connected to the corresponding limiting posts via several diagonal braces. Walkway panels are installed on the rectangular frame structure, and the upper end of the side of the rectangular frame structure furthest from the load-bearing system is also provided with vertical guardrail posts for connecting to the horizontal guardrail.

[0016] The beneficial effects of this invention are: This invention, through the configuration of a connecting load-bearing system, two support platforms, and a personnel operating platform, allows the load-bearing system to be mounted on top of a transport vehicle for assembly and connection. The two support platforms are connected as one unit by the load-bearing system in the middle. This allows for the vertical loading of several steel cage modules on both sides, with the entire load-bearing system and two support platforms bearing the weight of the steel cages on both sides, facilitating the simultaneous transport of multiple steel cage modules while ensuring structural stability. The personnel operating platform installed on top of the support platforms provides operating space for workers.

[0017] This invention solves the problem of deformation risk in horizontal transportation of steel cage modules, avoids the safety and quality risks caused by the steel cage module flipping process, improves module construction efficiency, accelerates the construction progress of steel reinforcement engineering, saves construction costs, shortens the construction period of nuclear power plants, and alleviates the situation of limited space on the construction site.

[0018] This invention is safe, reliable, practical, reusable, and can transport multiple steel cage modules simultaneously. It is suitable for vertical and horizontal transportation of various large-size modules or templates. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the overall structure of a vertical transport support frame for steel cage modules proposed in this invention. Figure 2 This is a structural schematic diagram of the connection and load-bearing system of the vertical transport support frame for steel cage modules proposed in this invention; Figure 3 This is a schematic diagram of the support platform of a vertical transport support frame for steel cage modules proposed in this invention; Figure 4This is a schematic diagram of the personnel operation platform of a vertical transport support frame for steel cage modules proposed in this invention; Figure 5 This is a structural schematic diagram of a triangular load-bearing platform for a vertical transport support frame for steel cage modules proposed in this invention.

[0020] Attached reference numerals: 1-Supporting platform, 11-Limiting column, 12-Limiting horizontal bar, 13-Capping horizontal bar; 14-Supporting bottom frame, 15-Limiting short column, 16-Supporting bottom frame capping plate, 141-Bottom frame side beam, 142-Bottom frame middle beam, 143-Bottom frame side connecting beam, 144-Bottom frame connecting beam, 145-Limiting short column fixing plate; 2-Connecting load-bearing system, 21-Connecting crossbeam, 22-Transverse connecting beam, 23- - Crossbeam connector, 24- Crossbeam connecting diagonal brace, 25- Connecting beam connector, 26- Connecting crossbeam end cap, 27- Lifting lug; 3- Personnel operating platform, 31- Straight ladder, 32- Ladder fixing steel plate, 33- Triangular load-bearing platform, 34- Horizontal guardrail, 331- Edge beam, 332- Diagonal brace, 333- Guardrail post, 334- Lower positioning plate, 335- Upper positioning plate, 336- Walkway plate. Detailed Implementation

[0021] The invention will now be described in further detail with reference to the accompanying drawings.

[0022] As attached Figure 1 As shown, an embodiment of the present invention provides a vertical transport support frame for steel cage modules, comprising a connecting load-bearing system 2, two support platforms 1, and a personnel operating platform 3. The bottom of the connecting load-bearing system 2 is used to be erected above a transport vehicle. A support platform 1 is symmetrically connected to each of the left and right sides of the connecting load-bearing system 2. The horizontal height of the bottom of the support platform 1 is lower than the horizontal height of the bottom of the connecting load-bearing system 2. The upper bottom of the support platform 1 is used to vertically support the steel cage module. A personnel operating platform 3 is installed on the top of the two support platforms 1 in a direction that is far away from each other.

[0023] This invention, through the connection of the load-bearing system 2, two support platforms 1, and personnel operating platform 3, allows the load-bearing system 2 to be mounted on top of a transport vehicle, completing the assembly connection with the transport vehicle. The support platforms 1 on both sides are connected to the load-bearing system 2 in the middle, forming a whole. This allows for the vertical loading of several steel cage modules on both sides, with the load-bearing system 2 and the two support platforms 1 bearing the weight of the steel cages on both sides, enabling the simultaneous transport of multiple steel cage modules while ensuring structural stability. The personnel operating platform 3 installed on top of the support platform 1 provides operating space for workers.

[0024] This invention solves the problem of deformation risk in horizontal transportation of steel cage modules, avoids the safety and quality risks caused by the steel cage module flipping process, improves module construction efficiency, accelerates the construction progress of steel reinforcement engineering, saves construction costs, shortens the construction period of nuclear power plants, and alleviates the situation of limited space on the construction site.

[0025] This invention is safe, reliable, practical, reusable, and can transport multiple steel cage modules simultaneously. It is suitable for vertical and horizontal transportation of various large-size modules or templates.

[0026] As attached Figure 2 As shown, in a specific embodiment based on the above, the connecting load-bearing system 2 includes four connecting beams 21, two beam connectors 23, several transverse connecting beams 22, and beam connectors 25. The several transverse connecting beams 22 are arranged parallel to each other in the front-back direction, and are connected to each other in pairs by a beam connector 25 to form the bottom of the connecting load-bearing system 2. The four connecting beams 21 are arranged in pairs, and the two connecting beams 21 in each pair are arranged parallel to each other vertically and are connected by a vertical beam connector 23 to form an "I" shape. The two "I" shapes are connected to the front and rear ends of the several transverse connecting beams 22 by the connecting beams 21 below. The left and right ends of the connecting beams 21 of the two "I" shapes are used to connect the two support platforms 1 on the left and right sides, respectively.

[0027] Thus, several transverse connecting beams 22 and connecting beam connectors 25 serve as the bottom of the load-bearing system 2 for assembly and connection with the transport vehicle. Two sets of "I"-shaped structures are used for reliable connection with the bottom frame of the load-bearing system 2 and the support platform 1.

[0028] In a further specific embodiment based on the above, the left and right sides of the crossbeam connector 23 are respectively connected to the lower connecting crossbeam 21 by a crossbeam connecting diagonal brace 24. Thus, the structural stability of the "I"-shaped structure is increased by the arrangement of the crossbeam connecting diagonal brace 24.

[0029] In a further specific embodiment based on the above, connecting beam 21 is connected to both its left and right ends with connecting beam end caps 26, which are used to connect the two supporting platforms 1 on the left and right sides. Thus, the reliability of the connection between the connecting beam 21 and the supporting platform 1 is increased by providing connecting beam end caps 26.

[0030] In a further specific embodiment based on the above, at least two of the transverse connecting beams 22 that are symmetrically arranged on the left and right are each provided with at least two lifting lugs 27. In this way, the lifting lugs 27 facilitate the hoisting of the support frame of the present invention, and at the same time, can be used in conjunction with structures such as wire ropes to position and reinforce the steel cage module.

[0031] As attached Figure 3 As shown, in another specific embodiment based on the above, the supporting platform 1 includes a supporting base frame 14, a capping horizontal bar 13, two limiting short columns 15, several limiting uprights 11, and several limiting horizontal bars 12. The supporting base frame 14 has a vertical limiting short column 15 at both the front and rear ends on the side close to the connecting load-bearing system 2. The limiting short column 15 is used to connect to the lower end of the connecting crossbeam 21 located on the same side and below. Several limiting uprights 11 are spaced apart on the side of the supporting base frame 14 away from the connecting load-bearing system 2. Several limiting horizontal bars 12 are connected between the several limiting uprights 11. The top of the several limiting uprights 11 is connected to the capping horizontal bar 13. The limiting uprights 11 located on the front and rear sides are used to connect to the ends of the connecting crossbeam 21. The supporting base frame 14 is used for vertically loading the steel cage module.

[0032] In this way, the connecting beam 21, the transverse connecting beam 22, the limiting short column 15 and the limiting column 11 can be used together as the frame structure supporting the bottom frame 14 to complete the constraint of the loaded steel cage module, increase the stability of the structure, and simplify the structural design.

[0033] In a further specific embodiment based on the above, the supporting bottom frame 14 includes a bottom frame middle beam 142, two bottom frame side beams 141, two bottom frame side connecting beams 143, several bottom frame connecting beams 144, and several limiting short column fixing plates 145. The two bottom frame side beams 141 and the two bottom frame side connecting beams 143 form a rectangular frame structure. The bottom frame middle beam 142 is connected in the left and right direction in the rectangular frame structure. Several bottom frame connecting beams 144 are connected between the bottom frame middle beam 142 and the two bottom frame side beams 141 located on the front and rear sides. Several limiting short column fixing plates 145 are vertically spaced at the upper end of the bottom frame side connecting beam 143 near the side connected to the load-bearing system 2. The limiting short column fixing plates 145 are used to connect to the lower end of the transverse connecting beam 22 located on the outermost side.

[0034] In a further specific embodiment based on the above, a supporting bottom frame sealing plate 16 is installed on the supporting bottom frame 14. Thus, the reinforcing cage module can be supported by the supporting bottom frame sealing plate 16.

[0035] As attached Figure 4 As shown, in another specific embodiment based on the above, the personnel operation platform 3 includes a straight ladder 31, a ladder fixing steel plate 32, a triangular load-bearing platform 33, and a horizontal guardrail 34. The triangular load-bearing platform 33 is installed on the top horizontal bar 13, and the upper end of the triangular load-bearing platform 33 is provided with the horizontal guardrail 34. The straight ladder 31 is vertically connected to the top horizontal bar 13 and a limiting column 11 through the ladder fixing steel plate 32. Thus, the straight ladder 31 allows workers to climb to the triangular load-bearing platform 33 to perform operations, while the horizontal guardrail 34 provides protection.

[0036] As attached Figure 5 As shown, in a further specific embodiment based on the above, the triangular load-bearing platform 33 includes several side beams 331, several guardrail posts 333, several diagonal braces 332, and walkway 336. The several side beams 331 form a grid-like rectangular frame structure. The side of the rectangular frame structure closest to the load-bearing system 2 is connected to the top horizontal bar 13, and the side away from the load-bearing system 2 is connected to the corresponding limiting post 11 through several diagonal braces 332. The walkway 336 is installed on the rectangular frame structure. The upper end of the side of the rectangular frame structure away from the load-bearing system 2 is also provided with a vertical guardrail post 333 for connecting the horizontal guardrail 34.

[0037] In this scheme, an upper positioning plate 335 can be provided at the end of the frame beam 331 on the triangular load-bearing platform 33 to facilitate the installation and positioning of the device, and a lower positioning plate 334 can be provided at the end of the diagonal brace 332 away from the frame beam 331 to facilitate the installation and positioning.

[0038] One specific embodiment of the present invention is as follows: The personnel operation platform 3 is located on top of the two supporting platforms 1 and is bolted to the supporting platforms 1. The supporting platforms 1 are located on both sides, symmetrically arranged, and are welded to the middle connecting load-bearing system 2 through the connecting beams 21 at both ends. The supporting platform 1 is formed by welding together 5 limiting columns 11, 2 layers of limiting horizontal bars 12, 1 layer of capping horizontal bar 13, 1 supporting bottom frame 14, and 2 limiting short columns 15 to form the main frame. The supporting bottom frame sealing plate 16 is placed on top of the supporting bottom frame 14 and is fixed by binding with iron wire. The supporting bottom frame 14 is formed by welding together 2 bottom frame side beams 141, 1 bottom frame middle beam 142, 2 bottom frame side connecting beams 143 on both sides, 4 bottom frame middle connecting beams 144, and 1 limiting short column fixing plate 145. The intermediate connecting load-bearing system 2 is composed of four connecting crossbeams 21 on both sides, three transverse connecting beams 22, two crossbeam connectors 23, four crossbeam connecting diagonal braces 24, two connecting beam connectors 25, and four connecting crossbeam end sealing plates 26 welded together, and four lifting lugs 27 are set on the upper part. The personnel operation platform 3 is located on both sides, symmetrically arranged, and connected to the support platform 1 by buckles and bolts, and fixed to the top of the support platform 1. The personnel operation platform 3 consists of a straight ladder 31, four ladder fixing steel plates 32, a triangular load-bearing platform 33, and a horizontal guardrail 34. The triangular load-bearing platform 33 is formed by welding together the frame beam 331, the diagonal brace 332, the guardrail post 333, the lower positioning plate 334, and the upper positioning plate 335 to form the main frame. The walkway slab 336 is laid on the main frame and fixed by binding with iron wire. Bolt holes are opened on the side of the upper positioning plate 335, which can be fastened to the support platform 1 by bolts.

[0039] Specifically, the main frame of the support frame of the present invention can be constructed by welding together H-beams, I-beams, C-beams, square steel pipes, steel plates and other materials of different specifications made of Q235B as needed.

[0040] Specifically, the straight ladder 31 can be welded from HPB300 or Q235B steel bars. The straight ladder 31 is welded to the supporting platform 1 through connecting steel plates, capping horizontal bars 13, etc. The vertical spacing of the steel bar horizontal bars of the straight ladder 31 is not greater than 300mm, and the horizontal spacing of the steel bar vertical bars is not less than 400mm. The straight ladder 31 is welded to the supporting platform and can be set with three connection points on the upper, middle and lower sides. In use, the straight ladder 31 can be used to enter the walkway plate 336 position to perform operations such as unhooking and hooking the module and reinforcing the upper module.

[0041] Specifically, the walkway 336 supporting the bottom frame sealing plate 16 and the triangular load-bearing platform 33 can be made of Q235B patterned steel plate. Round holes are made in the patterned steel plate, and the steel plate can be tied and fixed to the main frame with iron wire through the round holes.

[0042] Specifically, the horizontal guardrail 34 and the guardrail post 333 of the triangular load-bearing platform 33 can be connected by fasteners to form a complete guardrail system. Both the horizontal guardrail 34 and the guardrail post 333 can be made of scaffolding steel pipes.

[0043] Specifically, the upper part of the intermediate connecting load-bearing system 2 is equipped with lifting lugs 27, which are made of Q235B steel plate and are used for lifting the support frame, positioning and reinforcing the steel cage module.

[0044] This invention provides a vertical transport support frame for rebar cage modules, capable of transporting multiple rebar cage modules at a time. When transporting only a single module, an equal weight is placed on the other side of the support frame to ensure balanced force on both sides. When transporting multiple modules simultaneously, the modules are placed on both sides of the support frame. The modules are then connected and secured to the support frame using wire ropes and hand-operated hoists, via lifting lugs on the support frame, preventing slippage and deformation during transport.

[0045] To achieve horizontal transportation of vertical wall reinforcement cage modules, avoid the process of flipping the modules, prevent significant deformation and displacement during transportation, reduce the risk of module deformation, ensure construction quality, and improve transportation efficiency, a support frame for simultaneous transportation of multiple vertical wall reinforcement cage modules was designed. This reduces safety and quality risks during transportation and improves work efficiency.

[0046] It should be noted that the terms such as "upper", "lower", "left", "right", "front", and "back" used in the invention are only for clarity of description and are not intended to limit the scope of the invention. Changes or adjustments to their relative relationships, without substantially altering the technical content, should also be considered within the scope of the invention.

[0047] The above are merely preferred embodiments of the present invention. The scope of protection of the present invention is not limited to the above embodiments. All technical solutions falling within the scope of the present invention's concept are within the scope of protection of the present invention. It should be noted that those skilled in the art will understand that various changes, modifications, substitutions, refinements, and variations can be made to these embodiments without departing from the principles and spirit of the present invention, and these variations should be considered within the scope of protection of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A vertical transport support frame for steel cage modules, characterized in that: It includes a connecting load-bearing system (2), two support platforms (1) and a personnel operating platform (3). The bottom of the connecting load-bearing system (2) is used to be erected above the transport vehicle. A support platform (1) is symmetrically connected to each of the left and right sides of the connecting load-bearing system (2). The horizontal height of the bottom of the support platform (1) is lower than the horizontal height of the bottom of the connecting load-bearing system (2). The upper part of the bottom of the support platform (1) is used to vertically support the steel cage module. A personnel operating platform (3) is installed on the top of the two support platforms (1) in a direction away from each other.

2. The vertical transport support frame for steel cage modules according to claim 1, characterized in that: The connecting load-bearing system (2) includes four connecting beams (21), two beam connectors (23), several transverse beams (22) and beam connectors (25). The several transverse beams (22) are arranged parallel to each other in the front-to-back direction and are connected to each other by a beam connector (25) to form the bottom of the connecting load-bearing system (2). The four connecting beams (21) are arranged in pairs. The two connecting beams (21) in each pair are arranged parallel to each other vertically and are connected by a vertical beam connector (23) to form an "I" shape. The two "I" shapes are connected to the front and rear ends of the several transverse beams (22) by the connecting beams (21) below. The left and right ends of the connecting beams (21) of the two "I" shapes are used to connect the two support platforms (1) on the left and right sides respectively.

3. The vertical transport support frame for steel cage modules according to claim 2, characterized in that: The left and right sides of the crossbeam connector (23) are respectively connected to the connecting crossbeam (21) located below by a crossbeam connecting diagonal bar (24).

4. The vertical transport support frame for steel cage modules according to claim 2, characterized in that: The left and right ends of the connecting beam (21) are respectively connected to the connecting beam end sealing plate (26), and the connecting beam end sealing plate (26) is used to connect the two supporting platforms (1) on the left and right sides.

5. A vertical transport support frame for steel cage modules according to claim 2, characterized in that: At least two of the transverse connecting beams (22) that are symmetrical about left and right are provided with at least two lugs (27) at their upper ends.

6. The vertical transport support frame for steel cage modules according to claim 2, characterized in that: The supporting platform (1) includes a supporting base frame (14), a capping horizontal bar (13), two limiting short columns (15), several limiting columns (11) and several limiting horizontal bars (12). The supporting base frame (14) has a vertical limiting short column (15) at both ends of the side closest to the connecting load-bearing system (2). The limiting short column (15) is used to connect to the lower end of the connecting beam (21) on the same side and located below. The supporting base frame (14) has several limiting columns (11) spaced apart on the side away from the connecting load-bearing system (2). Several limiting horizontal bars (12) are connected between several limiting columns (11). The top of several limiting columns (11) is connected to the capping horizontal bar (13). The limiting columns (11) located on the front and rear sides are used to connect to the ends of the connecting beam (21). The supporting base frame (14) is used to vertically load the steel cage module.

7. A vertical transport support frame for steel cage modules according to claim 6, characterized in that: The supporting bottom frame (14) includes a bottom frame middle beam (142), two bottom frame side beams (141), two bottom frame side connecting beams (143), several bottom frame connecting beams (144), and several limiting short column fixing plates (145). The two bottom frame side beams (141) and the two bottom frame side connecting beams (143) form a rectangular frame structure. The bottom frame middle beam (142) is connected in the left and right direction in the rectangular frame structure. Several bottom frame connecting beams (144) are connected between the bottom frame middle beam (142) and the two bottom frame side beams (141) located on the front and rear sides. Several limiting short column fixing plates (145) are vertically spaced at the upper end of the bottom frame side connecting beam (143) near the side of the connecting load-bearing system (2). The limiting short column fixing plates (145) are used to connect to the lower end of the transverse connecting beam (22) located on the outermost side.

8. A vertical transport support frame for steel cage modules according to claim 6, characterized in that: A support frame sealing plate (16) is installed on the support frame (14).

9. A vertical transport support frame for steel cage modules according to claim 6, characterized in that: The personnel operation platform (3) includes a straight ladder (31), a ladder fixing steel plate (32), a triangular load-bearing platform (33) and a horizontal guardrail (34). The triangular load-bearing platform (33) is installed on the top horizontal bar (13). The upper end of the triangular load-bearing platform (33) is provided with a horizontal guardrail (34). The straight ladder (31) is vertically connected to the top horizontal bar (13) and a limiting column (11) through the ladder fixing steel plate (32).

10. A vertical transport support frame for steel cage modules according to claim 9, characterized in that: The triangular load-bearing platform (33) includes several side beams (331), several guardrail posts (333), several diagonal braces (332), and walkway (336). The several side beams (331) form a grid-like rectangular frame structure. The side of the rectangular frame structure closest to the load-bearing system (2) is connected to the top horizontal bar (13), and the side away from the load-bearing system (2) is connected to the corresponding limiting post (11) through several diagonal braces (332). The walkway (336) is installed on the rectangular frame structure. The upper end of the side of the rectangular frame structure away from the load-bearing system (2) is also provided with a vertical guardrail post (333) for connecting the horizontal guardrail (34).

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